用于U形钢混凝土灌装复合梁的角度剪切连接器的性能
Muhammad Haroon1, Hee-Du Lee1, Kyung-Jae Shin2
1Regional Center for Land, Infrastructure, and Transport Technology, Kyungpook National University, Daegu, 41566, South Korea.
Heliyon
|February 7, 2024
概括
这项研究测试了复合材料部分的角度剪切连接器,发现当前的设计代码不准确地预测了它们的强度. 实验结果突出显示,需要对入部分进行修订模型.
科学领域:
- 结构工程 结构工程
- 复合材料 复合材料 复合材料
背景情况:
- 现有的设计代码 (AISC 360-16,CSA-S16-19,EC-04) 提供基于露面段的切割连接器容量公式.
- 这些公式可能会对入型复合板块产生不准确的预测,特别是对角度连接器.
研究的目的:
- 为了实验性地研究复合板块中角连接器的剪切性能.
- 为了评估当前切削能力模型的准确性,用于入截面的角度连接器.
主要方法:
- 在复合面板的角度连接器上进行了36次推出试验.
- 研究的参数包括连接器尺寸 (长度,高度,网状厚度),接长度和连接器方向.
主要成果:
- 连接器高度和厚度的增加与最大负载和滑动有正相关.
- 连接器的方向对负载滑动行为的影响最小.
- 当前的模型显示出很高的不一致性,在使用全连接器长度时高估了容量,在使用接长度作为有效长度时低估了容量.
结论:
- 现有的剪切能力方程对于入式断面的角度连接器是不可靠的.
- 修订后的模型是必要的,以准确预测角度连接器的剪切能力,考虑到有效的长度变化.
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